For a beam subjected to a maximum bending moment of 100 kip-ft, design a A36 wide flanged section that will result in a factor of safety of 2 against yielding in normal stress. The emphasis is on the lowest weight section. The allowable shear stress of 24ksi is not exceeded. Question 3 of 4 Given your beam design, what is the ACTUAL maximum shear stress in the cross section? Vmax is 25 Kip O 1.2 ksi O 2.3 ksi O 3.3 ksi O 4.4 ksi

For a beam subjected to a maximum bending moment of 100 kip-ft, design a A36 wide flanged section that will result in a factor of safety of 2 against yielding in normal stress. The emphasis is on the lowest weight section. The allowable shear stress of 24ksi is not exceeded. Question 3 of 4 Given your beam design, what is the ACTUAL maximum shear stress in the cross section? Vmax is 25 Kip O 1.2 ksi O 2.3 ksi O 3.3 ksi O 4.4 ksi

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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